1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1947 *********************************************************************** BV1947 DESIGNATION - 49 V 241 BV1947 PID - BV1947 BV1947 STATE/COUNTY- MS/COVINGTON BV1947 USGS QUAD - SANFORD (1982) BV1947 BV1947 *CURRENT SURVEY CONTROL BV1947 ___________________________________________________________________ BV1947* NAD 83(1986)- 31 26 35. (N) 089 25 38. (W) SCALED BV1947* NAVD 88 - 63.111 (meters) 207.06 (feet) ADJUSTED BV1947 ___________________________________________________________________ BV1947 GEOID HEIGHT- -26.36 (meters) GEOID03 BV1947 DYNAMIC HT - 63.035 (meters) 206.81 (feet) COMP BV1947 MODELED GRAV- 979,436.8 (mgal) NAVD 88 BV1947 BV1947 VERT ORDER - SECOND CLASS II BV1947 BV1947.The horizontal coordinates were scaled from a topographic map and have BV1947.an estimated accuracy of +/- 6 seconds. BV1947 BV1947.The orthometric height was determined by differential leveling BV1947.and adjusted by the National Geodetic Survey in May 1996. BV1947 BV1947.The geoid height was determined by GEOID03. BV1947 BV1947.The dynamic height is computed by dividing the NAVD 88 BV1947.geopotential number by the normal gravity value computed on the BV1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1947.degrees latitude (g = 980.6199 gals.). BV1947 BV1947.The modeled gravity was interpolated from observed gravity values. BV1947 BV1947; North East Units Estimated Accuracy BV1947;SPC MS E - 215,550. 243,550. MT (+/- 180 meters Scaled) BV1947 BV1947 SUPERSEDED SURVEY CONTROL BV1947 BV1947.No superseded survey control is available for this station. BV1947 BV1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV693812(NAD 83) BV1947_MARKER: DD = SURVEY DISK BV1947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE BV1947_SP_SET: PIPE CULVERT BV1947_STAMPING: BM 49 V 241 1989 BV1947_MARK LOGO: MSHD BV1947_MAGNETIC: N = NO MAGNETIC MATERIAL BV1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1947+STABILITY: SURFACE MOTION BV1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1947+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1947 BV1947 HISTORY - Date Condition Report By BV1947 HISTORY - 1989 MONUMENTED MSHD BV1947 HISTORY - 20040220 GOOD USPSQD BV1947 HISTORY - 20050318 GOOD USPSQD BV1947 BV1947 STATION DESCRIPTION BV1947 BV1947'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1947'MARK IS LOCATED ABOUT 9 MI (14.5 KM) SOUTHEAST OF SEMINARY, IN A BV1947'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 4.45 MI (7.16 BV1947'KM) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY BV1947'598, 2 MI (3.2 KM) NORTHWEST OF THE JUNCTION STATE HIGHWAY 42 AND BV1947'U.S. HIGHWAY 49, 0.75 MI (1.21 KM) NORTHWEST OF THE FORREST COUNTY BV1947'LINE AND IS IN SECTION 32, T 6N, R 14W. T0 REACH FROM THE JUNCTION BV1947'OF U.S. HIGHWAY 49 AND STATE HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST BV1947'OF SEMINARY, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 9.6 MI (15.4 KM) BV1947'T6O THE MARK ON THE LEFT. MSRK IS A MSHD REFERENCE MARK DISK SET IN BV1947'A DRILL HOLE IN THE TOP CENTER OF THE NORTHEAST HEADWALL A 36 INCH BV1947'ROUND CONCRETE PIPE CULVERT, 69 FT (21.0 M) NORTHWEST OF THE CENTER BV1947'OF A PRIVATE ROAD, 37 FT (11.3 M) NORTHWEST OF THE CENTER OF THE BV1947'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1 FT (0.3 M) BELOW THE BV1947'LEVEL OF THE HIGHWAY. BV1947 BV1947 STATION RECOVERY (2004) BV1947 BV1947'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1947'RECOVERED IN GOOD CONDITION. BV1947 BV1947 STATION RECOVERY (2005) BV1947 BV1947'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1947'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1948 *********************************************************************** BV1948 DESIGNATION - 49 V 242 BV1948 PID - BV1948 BV1948 STATE/COUNTY- MS/COVINGTON BV1948 USGS QUAD - SANFORD (1982) BV1948 BV1948 *CURRENT SURVEY CONTROL BV1948 ___________________________________________________________________ BV1948* NAD 83(1986)- 31 27 19. (N) 089 26 05. (W) SCALED BV1948* NAVD 88 - 70.025 (meters) 229.74 (feet) ADJUSTED BV1948 ___________________________________________________________________ BV1948 GEOID HEIGHT- -26.33 (meters) GEOID03 BV1948 DYNAMIC HT - 69.940 (meters) 229.46 (feet) COMP BV1948 MODELED GRAV- 979,437.5 (mgal) NAVD 88 BV1948 BV1948 VERT ORDER - SECOND CLASS II BV1948 BV1948.The horizontal coordinates were scaled from a topographic map and have BV1948.an estimated accuracy of +/- 6 seconds. BV1948 BV1948.The orthometric height was determined by differential leveling BV1948.and adjusted by the National Geodetic Survey in May 1996. BV1948 BV1948.The geoid height was determined by GEOID03. BV1948 BV1948.The dynamic height is computed by dividing the NAVD 88 BV1948.geopotential number by the normal gravity value computed on the BV1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1948.degrees latitude (g = 980.6199 gals.). BV1948 BV1948.The modeled gravity was interpolated from observed gravity values. BV1948 BV1948; North East Units Estimated Accuracy BV1948;SPC MS E - 216,910. 242,840. MT (+/- 180 meters Scaled) BV1948 BV1948 SUPERSEDED SURVEY CONTROL BV1948 BV1948.No superseded survey control is available for this station. BV1948 BV1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV686826(NAD 83) BV1948_MARKER: DD = SURVEY DISK BV1948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE BV1948_SP_SET: PIPE CULVERT BV1948_STAMPING: BM 49 V 242 1989 BV1948_MARK LOGO: MSHD BV1948_MAGNETIC: N = NO MAGNETIC MATERIAL BV1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1948+STABILITY: SURFACE MOTION BV1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1948+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1948 BV1948 HISTORY - Date Condition Report By BV1948 HISTORY - 1989 MONUMENTED MSHD BV1948 HISTORY - 20040220 GOOD USPSQD BV1948 HISTORY - 20050318 GOOD USPSQD BV1948 BV1948 STATION DESCRIPTION BV1948 BV1948'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1948'MARK IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHEAST OF SEMINARY, IN A BV1948'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2.3 MI (3.7 BV1948'KM) SOUTH SOUTHWEST OF SANFORD, 3.75 MI (6.03 KM) SOUTHEAST OF THE BV1948'JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 598, 1.65 MI (2.66 KM) BV1948'NORTHWEST OF THE FORREST COUNTY LINE AND IS IN SECTION 30, T 6N, R BV1948'14W. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE BV1948'HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON BV1948'U.S. HIGHWAY 49 FOR 8.8 MI (14.2 KM) TO THE MARK ON THE LEFT. MARK BV1948'IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST BV1948'END OF THE NORTHEAST HEADWALL OF A 24 INCH ROUND CONCRETE PIPE BV1948'CULVERT, 33 FT (10.1 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND BV1948'LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE BV1948'HIGHWAY. BV1948 BV1948 STATION RECOVERY (2004) BV1948 BV1948'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1948'RECOVERED IN GOOD CONDITION. BV1948 BV1948 STATION RECOVERY (2005) BV1948 BV1948'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1948'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1949 *********************************************************************** BV1949 DESIGNATION - 49 V 243 BV1949 PID - BV1949 BV1949 STATE/COUNTY- MS/COVINGTON BV1949 USGS QUAD - SANFORD (1982) BV1949 BV1949 *CURRENT SURVEY CONTROL BV1949 ___________________________________________________________________ BV1949* NAD 83(1986)- 31 27 54. (N) 089 26 57. (W) SCALED BV1949* NAVD 88 - 68.076 (meters) 223.35 (feet) ADJUSTED BV1949 ___________________________________________________________________ BV1949 GEOID HEIGHT- -26.30 (meters) GEOID03 BV1949 DYNAMIC HT - 67.994 (meters) 223.08 (feet) COMP BV1949 MODELED GRAV- 979,438.3 (mgal) NAVD 88 BV1949 BV1949 VERT ORDER - SECOND CLASS II BV1949 BV1949.The horizontal coordinates were scaled from a topographic map and have BV1949.an estimated accuracy of +/- 6 seconds. BV1949 BV1949.The orthometric height was determined by differential leveling BV1949.and adjusted by the National Geodetic Survey in May 1996. BV1949 BV1949.The geoid height was determined by GEOID03. BV1949 BV1949.The dynamic height is computed by dividing the NAVD 88 BV1949.geopotential number by the normal gravity value computed on the BV1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1949.degrees latitude (g = 980.6199 gals.). BV1949 BV1949.The modeled gravity was interpolated from observed gravity values. BV1949 BV1949; North East Units Estimated Accuracy BV1949;SPC MS E - 217,990. 241,480. MT (+/- 180 meters Scaled) BV1949 BV1949 SUPERSEDED SURVEY CONTROL BV1949 BV1949.No superseded survey control is available for this station. BV1949 BV1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV672837(NAD 83) BV1949_MARKER: DD = SURVEY DISK BV1949_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV1949_SP_SET: BOX CULVERT BV1949_STAMPING: BM 49 V 243 1989 BV1949_MARK LOGO: MSHD BV1949_MAGNETIC: N = NO MAGNETIC MATERIAL BV1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1949+STABILITY: SURFACE MOTION BV1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1949+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005 BV1949 BV1949 HISTORY - Date Condition Report By BV1949 HISTORY - 1989 MONUMENTED MSHD BV1949 HISTORY - 20040222 GOOD USPSQD BV1949 HISTORY - 20050320 GOOD USPSQD BV1949 BV1949 STATION DESCRIPTION BV1949 BV1949'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1949'MARK IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF SEMINARY, IN A BV1949'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 2 MI (3.2 KM) BV1949'SOUTHWEST OF SANFORD, 2.7 MI (4.3 KM) SOUTHEAST OF THE JUNCTION OF BV1949'U.S. HIGHWAY 49 AND STATE HIGHWAY 598 AND IS IN SECTION 19, T 6N, R BV1949'14W. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE BV1949'HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON BV1949'U.S. HIGHWAY 49 FOR 7.65 MI (12.31 KM) TO THE MARK ON THE RIGHT. BV1949'MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE BV1949'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 6 X 8 FOOT CONCRETE BOX BV1949'CULVERT, 18 FT (5.5 M) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND BV1949'LANE OF HIGHWAY 49 AND IS ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF THE BV1949'HIGHWAY. BV1949 BV1949 STATION RECOVERY (2004) BV1949 BV1949'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1949'RECOVERED IN GOOD CONDITION. BV1949 BV1949 STATION RECOVERY (2005) BV1949 BV1949'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1949'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1957 *********************************************************************** BV1957 DESIGNATION - 49 V 248 BV1957 PID - BV1957 BV1957 STATE/COUNTY- MS/COVINGTON BV1957 USGS QUAD - SEMINARY (1982) BV1957 BV1957 *CURRENT SURVEY CONTROL BV1957 ___________________________________________________________________ BV1957* NAD 83(1986)- 31 31 39. (N) 089 29 33. (W) SCALED BV1957* NAVD 88 - 77.853 (meters) 255.42 (feet) ADJUSTED BV1957 ___________________________________________________________________ BV1957 GEOID HEIGHT- -26.17 (meters) GEOID03 BV1957 DYNAMIC HT - 77.759 (meters) 255.11 (feet) COMP BV1957 MODELED GRAV- 979,443.0 (mgal) NAVD 88 BV1957 BV1957 VERT ORDER - SECOND CLASS II BV1957 BV1957.The horizontal coordinates were scaled from a topographic map and have BV1957.an estimated accuracy of +/- 6 seconds. BV1957 BV1957.The orthometric height was determined by differential leveling BV1957.and adjusted by the National Geodetic Survey in May 1996. BV1957 BV1957.The geoid height was determined by GEOID03. BV1957 BV1957.The dynamic height is computed by dividing the NAVD 88 BV1957.geopotential number by the normal gravity value computed on the BV1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1957.degrees latitude (g = 980.6199 gals.). BV1957 BV1957.The modeled gravity was interpolated from observed gravity values. BV1957 BV1957; North East Units Estimated Accuracy BV1957;SPC MS E - 224,950. 237,400. MT (+/- 180 meters Scaled) BV1957 BV1957 SUPERSEDED SURVEY CONTROL BV1957 BV1957.No superseded survey control is available for this station. BV1957 BV1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV633907(NAD 83) BV1957_MARKER: DD = SURVEY DISK BV1957_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV1957_SP_SET: BOX CULVERT BV1957_STAMPING: BM 49 V 248 1989 BV1957_MARK LOGO: MSHD BV1957_MAGNETIC: N = NO MAGNETIC MATERIAL BV1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1957+STABILITY: SURFACE MOTION BV1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1957+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005 BV1957 BV1957 HISTORY - Date Condition Report By BV1957 HISTORY - 1989 MONUMENTED MSHD BV1957 HISTORY - 20040222 GOOD USPSQD BV1957 HISTORY - 20050320 GOOD USPSQD BV1957 BV1957 STATION DESCRIPTION BV1957 BV1957'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1957'MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTHEAST OF COLLINS, IN A BV1957'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 2.3 MI (3.7 BV1957'KM) SOUTH OF SEMINARY, 2.3 MI (3.7 KM) NORTHWEST OF THE JUNCTION OF BV1957'U.S. HIGHWAY 49 AND STATE HIGHWAY 598 AND IS IN SECTION 34, T 7N, R BV1957'15W. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE BV1957'HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON BV1957'U.S. HIGHWAY 49 FOR 2.75 MI (4.43 KM) TO THE MARK ON THE LEFT. MARK BV1957'IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTHEAST BV1957'END OF THE NORTHWEST HEADWALL OF A 4 X 5 FOOT CONCRETE BOX CULVERT, BV1957'26.5 FT (8.1 M) NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE OF BV1957'HIGHWAY 49, 102 FT (31.1 M) SOUTHWEST OF THE CENTER OF THE NORTH BV1957'BOUND LANE AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF SOUTH BOUND BV1957'LANE. BV1957 BV1957 STATION RECOVERY (2004) BV1957 BV1957'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1957'RECOVERED IN GOOD CONDITION. BV1957 BV1957 STATION RECOVERY (2005) BV1957 BV1957'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1957'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1958 *********************************************************************** BV1958 DESIGNATION - 49 V 249 BV1958 PID - BV1958 BV1958 STATE/COUNTY- MS/COVINGTON BV1958 USGS QUAD - WILLIAMSBURG (1974) BV1958 BV1958 *CURRENT SURVEY CONTROL BV1958 ___________________________________________________________________ BV1958* NAD 83(1986)- 31 32 39. (N) 089 30 00. (W) SCALED BV1958* NAVD 88 - 73.960 (meters) 242.65 (feet) ADJUSTED BV1958 ___________________________________________________________________ BV1958 GEOID HEIGHT- -26.14 (meters) GEOID03 BV1958 DYNAMIC HT - 73.871 (meters) 242.36 (feet) COMP BV1958 MODELED GRAV- 979,441.4 (mgal) NAVD 88 BV1958 BV1958 VERT ORDER - SECOND CLASS II BV1958 BV1958.The horizontal coordinates were scaled from a topographic map and have BV1958.an estimated accuracy of +/- 6 seconds. BV1958 BV1958.The orthometric height was determined by differential leveling BV1958.and adjusted by the National Geodetic Survey in May 1996. BV1958 BV1958.The geoid height was determined by GEOID03. BV1958 BV1958.The dynamic height is computed by dividing the NAVD 88 BV1958.geopotential number by the normal gravity value computed on the BV1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1958.degrees latitude (g = 980.6199 gals.). BV1958 BV1958.The modeled gravity was interpolated from observed gravity values. BV1958 BV1958; North East Units Estimated Accuracy BV1958;SPC MS E - 226,800. 236,700. MT (+/- 180 meters Scaled) BV1958 BV1958 SUPERSEDED SURVEY CONTROL BV1958 BV1958.No superseded survey control is available for this station. BV1958 BV1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV626926(NAD 83) BV1958_MARKER: DD = SURVEY DISK BV1958_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE BV1958_SP_SET: PIPE CULVERT BV1958_STAMPING: BM 49 V 249 1989 BV1958_MARK LOGO: MSHD BV1958_MAGNETIC: N = NO MAGNETIC MATERIAL BV1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1958+STABILITY: SURFACE MOTION BV1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1958+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1958 BV1958 HISTORY - Date Condition Report By BV1958 HISTORY - 1989 MONUMENTED MSHD BV1958 HISTORY - 20040220 GOOD USPSQD BV1958 HISTORY - 20050318 GOOD USPSQD BV1958 BV1958 STATION DESCRIPTION BV1958 BV1958'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1958'MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF COLLINS, IN A BV1958'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 1.3 MI (2.1 BV1958'KM) SOUTH SOUTHWEST OF SEMINARY AND IS IN SECTION 27, T 7N, R 15W. BV1958'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 590 BV1958'ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO SOUTHEAST ON U.S. HIGHWAY BV1958'49 FOR 1.65 MI (2.66 KM) TO THE MARK ON THE LEFT. MARK IS A MSHD BV1958'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE TOP CENTER OF THE BV1958'NORTHEAST HEADWALL OF A 48 INCH CONCRETE PIPE CULVERT, 203 FT (61.9 BV1958'M) SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 27 FT (8.2 M) NORTHEAST BV1958'OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 1 FT BV1958'(0.3 M) BELOW THE LEVEL OF THE NORTH BOUND LANE. BV1958 BV1958 STATION RECOVERY (2004) BV1958 BV1958'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1958'RECOVERED IN GOOD CONDITION. BV1958 BV1958 STATION RECOVERY (2005) BV1958 BV1958'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1958'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1960 *********************************************************************** BV1960 DESIGNATION - 49 V 251 BV1960 PID - BV1960 BV1960 STATE/COUNTY- MS/COVINGTON BV1960 USGS QUAD - WILLIAMSBURG (1974) BV1960 BV1960 *CURRENT SURVEY CONTROL BV1960 ___________________________________________________________________ BV1960* NAD 83(1986)- 31 33 40. (N) 089 30 43. (W) SCALED BV1960* NAVD 88 - 75.200 (meters) 246.72 (feet) ADJUSTED BV1960 ___________________________________________________________________ BV1960 GEOID HEIGHT- -26.12 (meters) GEOID03 BV1960 DYNAMIC HT - 75.110 (meters) 246.42 (feet) COMP BV1960 MODELED GRAV- 979,442.0 (mgal) NAVD 88 BV1960 BV1960 VERT ORDER - SECOND CLASS II BV1960 BV1960.The horizontal coordinates were scaled from a topographic map and have BV1960.an estimated accuracy of +/- 6 seconds. BV1960 BV1960.The orthometric height was determined by differential leveling BV1960.and adjusted by the National Geodetic Survey in May 1996. BV1960 BV1960.The geoid height was determined by GEOID03. BV1960 BV1960.The dynamic height is computed by dividing the NAVD 88 BV1960.geopotential number by the normal gravity value computed on the BV1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1960.degrees latitude (g = 980.6199 gals.). BV1960 BV1960.The modeled gravity was interpolated from observed gravity values. BV1960 BV1960; North East Units Estimated Accuracy BV1960;SPC MS E - 228,690. 235,580. MT (+/- 180 meters Scaled) BV1960 BV1960 SUPERSEDED SURVEY CONTROL BV1960 BV1960.No superseded survey control is available for this station. BV1960 BV1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV615945(NAD 83) BV1960_MARKER: DD = SURVEY DISK BV1960_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE BV1960_SP_SET: BRIDGE ABUTMENT BV1960_STAMPING: BM 49 V 251 1989 BV1960_MARK LOGO: MSHD BV1960_MAGNETIC: N = NO MAGNETIC MATERIAL BV1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BV1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1960+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1960 BV1960 HISTORY - Date Condition Report By BV1960 HISTORY - 1989 MONUMENTED MSHD BV1960 HISTORY - 20040220 GOOD USPSQD BV1960 HISTORY - 20050318 GOOD USPSQD BV1960 BV1960 STATION DESCRIPTION BV1960 BV1960'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1960'MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF COLLINS, IN THE BV1960'NORTH BOUND BRIDGE OVER SWAMP CREEK, 1 MI (1.6 KM) WEST OF SEMINARY BV1960'AND IS IN SECTION 21, T 7N, R 15W. TO REACH FROM THE JUNCTION OF BV1960'U.S. HIGHWAY 49 AND STATE HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF BV1960'SEMINARY, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 0.1 MI (0.2 KM) TO THE BV1960'MARK ON THE LEFT. MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE BV1960'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE, 19 FT BV1960'(5.8 M) SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 BV1960'AND IS ABOUT 0.3 FT (0.1 M) ABOVE THE LEVEL OF THE HIGHWAY. BV1960 BV1960 STATION RECOVERY (2004) BV1960 BV1960'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1960'RECOVERED IN GOOD CONDITION. BV1960 BV1960 STATION RECOVERY (2005) BV1960 BV1960'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1960'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1961 *********************************************************************** BV1961 DESIGNATION - 49 V 252 BV1961 PID - BV1961 BV1961 STATE/COUNTY- MS/COVINGTON BV1961 USGS QUAD - WILLIAMSBURG (1974) BV1961 BV1961 *CURRENT SURVEY CONTROL BV1961 ___________________________________________________________________ BV1961* NAD 83(1986)- 31 34 30. (N) 089 31 15. (W) SCALED BV1961* NAVD 88 - 82.803 (meters) 271.66 (feet) ADJUSTED BV1961 ___________________________________________________________________ BV1961 GEOID HEIGHT- -26.10 (meters) GEOID03 BV1961 DYNAMIC HT - 82.704 (meters) 271.34 (feet) COMP BV1961 MODELED GRAV- 979,442.6 (mgal) NAVD 88 BV1961 BV1961 VERT ORDER - SECOND CLASS II BV1961 BV1961.The horizontal coordinates were scaled from a topographic map and have BV1961.an estimated accuracy of +/- 6 seconds. BV1961 BV1961.The orthometric height was determined by differential leveling BV1961.and adjusted by the National Geodetic Survey in May 1996. BV1961 BV1961.The geoid height was determined by GEOID03. BV1961 BV1961.The dynamic height is computed by dividing the NAVD 88 BV1961.geopotential number by the normal gravity value computed on the BV1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1961.degrees latitude (g = 980.6199 gals.). BV1961 BV1961.The modeled gravity was interpolated from observed gravity values. BV1961 BV1961; North East Units Estimated Accuracy BV1961;SPC MS E - 230,230. 234,740. MT (+/- 180 meters Scaled) BV1961 BV1961 SUPERSEDED SURVEY CONTROL BV1961 BV1961.No superseded survey control is available for this station. BV1961 BV1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV607960(NAD 83) BV1961_MARKER: DD = SURVEY DISK BV1961_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE BV1961_SP_SET: PIPE CULVERT BV1961_STAMPING: BM 49 V 252 1989 BV1961_MARK LOGO: MSHD BV1961_MAGNETIC: N = NO MAGNETIC MATERIAL BV1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1961+STABILITY: SURFACE MOTION BV1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1961+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1961 BV1961 HISTORY - Date Condition Report By BV1961 HISTORY - 1989 MONUMENTED MSHD BV1961 HISTORY - 20040220 GOOD USPSQD BV1961 HISTORY - 20050318 GOOD USPSQD BV1961 BV1961 STATION DESCRIPTION BV1961 BV1961'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1961'MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF COLLINS, IN A BV1961'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 1.8 MI (2.9 BV1961'KM) NORTHWEST OF SEMINARY AND IS NEAR THE CENTER OF THE EAST SIDE OF BV1961'SECTION 17, T 7N, R 15W. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY BV1961'49 AND STATE HIGTHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO BV1961'NORTHWEST ON U.S. HIGHWAY 49 FOR 0.9 MI (1.4 KM) TO THE MARK ON THE BV1961'LEFT. MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE ON THE BV1961'TOP CENTER OF THE NORTHEAST HEADWALL OF A 24 INCH CONCRETE PIPE BV1961'CULVERT, 110 FT (33.5 M) SOUTHEAST OF THE CENTER OF A CROSSOVER, 105 BV1961'FT (32.0 M) SOUTHWEST OF THE CENTER OF THE NORTH BOUND LANE, 19 FT BV1961'(5.8 M) NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE AND IS ABOUT BV1961'3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY. BV1961 BV1961 STATION RECOVERY (2004) BV1961 BV1961'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1961'RECOVERED IN GOOD CONDITION. BV1961 BV1961 STATION RECOVERY (2005) BV1961 BV1961'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1961'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1962 *********************************************************************** BV1962 DESIGNATION - 49 V 253 BV1962 PID - BV1962 BV1962 STATE/COUNTY- MS/COVINGTON BV1962 USGS QUAD - WILLIAMSBURG (1974) BV1962 BV1962 *CURRENT SURVEY CONTROL BV1962 ___________________________________________________________________ BV1962* NAD 83(1986)- 31 35 11. (N) 089 31 35. (W) SCALED BV1962* NAVD 88 - 79.799 (meters) 261.81 (feet) ADJUSTED BV1962 ___________________________________________________________________ BV1962 GEOID HEIGHT- -26.08 (meters) GEOID03 BV1962 DYNAMIC HT - 79.704 (meters) 261.50 (feet) COMP BV1962 MODELED GRAV- 979,443.2 (mgal) NAVD 88 BV1962 BV1962 VERT ORDER - SECOND CLASS II BV1962 BV1962.The horizontal coordinates were scaled from a topographic map and have BV1962.an estimated accuracy of +/- 6 seconds. BV1962 BV1962.The orthometric height was determined by differential leveling BV1962.and adjusted by the National Geodetic Survey in May 1996. BV1962 BV1962.The geoid height was determined by GEOID03. BV1962 BV1962.The dynamic height is computed by dividing the NAVD 88 BV1962.geopotential number by the normal gravity value computed on the BV1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1962.degrees latitude (g = 980.6199 gals.). BV1962 BV1962.The modeled gravity was interpolated from observed gravity values. BV1962 BV1962; North East Units Estimated Accuracy BV1962;SPC MS E - 231,500. 234,220. MT (+/- 180 meters Scaled) BV1962 BV1962 SUPERSEDED SURVEY CONTROL BV1962 BV1962.No superseded survey control is available for this station. BV1962 BV1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV602973(NAD 83) BV1962_MARKER: DD = SURVEY DISK BV1962_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE BV1962_SP_SET: PIPE CULVERT BV1962_STAMPING: BM 49 V 253 1989 BV1962_MARK LOGO: MSHD BV1962_MAGNETIC: N = NO MAGNETIC MATERIAL BV1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1962+STABILITY: SURFACE MOTION BV1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1962+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1962 BV1962 HISTORY - Date Condition Report By BV1962 HISTORY - 1989 MONUMENTED MSHD BV1962 HISTORY - 20040220 GOOD USPSQD BV1962 HISTORY - 20050318 GOOD USPSQD BV1962 BV1962 STATION DESCRIPTION BV1962 BV1962'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1962'MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHEAST OF COLLINS, IN A BV1962'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 2.5 MI (4.0 BV1962'KM) NORTHWEST OF SEMINARY AND IS IN SECTION 8, T 7N R 15W. TO REACH BV1962'FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 590 ABOUT 0.8 BV1962'MI (1.3 KM) WEST OF SEMINARY, GO NORTHWEST ON U.S. HIGHWAY 49 FOR BV1962'1.7 MI (2.7 KM) TO THE MARK ON THE RIGHT. MARK IS A MSHD REFERENCE BV1962'MARK DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST BV1962'HEADWALL OF A 42 INCH CONCRETE PIPE CULVERT, 40 FT (12.2 M) NORTHEAST BV1962'OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 5 FT BV1962'(1.5 M) BELOW THE LEVEL OF THE HIGHWAY. BV1962 BV1962 STATION RECOVERY (2004) BV1962 BV1962'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1962'RECOVERED IN GOOD CONDITION. BV1962 BV1962 STATION RECOVERY (2005) BV1962 BV1962'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1962'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1963 *********************************************************************** BV1963 DESIGNATION - 49 V 254 BV1963 PID - BV1963 BV1963 STATE/COUNTY- MS/COVINGTON BV1963 USGS QUAD - WILLIAMSBURG (1974) BV1963 BV1963 *CURRENT SURVEY CONTROL BV1963 ___________________________________________________________________ BV1963* NAD 83(1986)- 31 35 47. (N) 089 31 52. (W) SCALED BV1963* NAVD 88 - 86.473 (meters) 283.70 (feet) ADJUSTED BV1963 ___________________________________________________________________ BV1963 GEOID HEIGHT- -26.07 (meters) GEOID03 BV1963 DYNAMIC HT - 86.370 (meters) 283.37 (feet) COMP BV1963 MODELED GRAV- 979,443.8 (mgal) NAVD 88 BV1963 BV1963 VERT ORDER - SECOND CLASS II BV1963 BV1963.The horizontal coordinates were scaled from a topographic map and have BV1963.an estimated accuracy of +/- 6 seconds. BV1963 BV1963.The orthometric height was determined by differential leveling BV1963.and adjusted by the National Geodetic Survey in May 1996. BV1963 BV1963.The geoid height was determined by GEOID03. BV1963 BV1963.The dynamic height is computed by dividing the NAVD 88 BV1963.geopotential number by the normal gravity value computed on the BV1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1963.degrees latitude (g = 980.6199 gals.). BV1963 BV1963.The modeled gravity was interpolated from observed gravity values. BV1963 BV1963; North East Units Estimated Accuracy BV1963;SPC MS E - 232,610. 233,780. MT (+/- 180 meters Scaled) BV1963 BV1963 SUPERSEDED SURVEY CONTROL BV1963 BV1963.No superseded survey control is available for this station. BV1963 BV1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV598984(NAD 83) BV1963_MARKER: DD = SURVEY DISK BV1963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE BV1963_SP_SET: PIPE CULVERT BV1963_STAMPING: BM 49 V 254 1989 BV1963_MARK LOGO: MSHD BV1963_MAGNETIC: N = NO MAGNETIC MATERIAL BV1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1963+STABILITY: SURFACE MOTION BV1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1963+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1963 BV1963 HISTORY - Date Condition Report By BV1963 HISTORY - 1989 MONUMENTED MSHD BV1963 HISTORY - 20040220 GOOD USPSQD BV1963 HISTORY - 20050318 GOOD USPSQD BV1963 BV1963 STATION DESCRIPTION BV1963 BV1963'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1963'MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF COLLINS, IN A BV1963'CULVERT UNDER THE SOUTH BOUND LANE OF U.S, HIGHWAY 49, 3.3 MI (5.3 BV1963'KM) NORTHWEST OF SEMINARY AND IS IN SECTION 5, T 7N, R 15W. TO REACH BV1963'FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE HIGHWAY 49 AND STATE BV1963'HIGHWAY 590 ABOUT 0.8 MI (1.3 KM) WEST OF SEMINARY, GO NORTHWEST ON BV1963'U.S. HIGHWAY 49 FOR 2.7 MI (4.3 KM) TO THE MARK ON THE LEFT. THE BV1963'MARK ALSO CAN BE REACHED FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S. BV1963'HIGHWAY 49 AT THE WEST EDGE OF COLLINS,GO SOUTHEAST ON U.S. HIGHWAY BV1963'49 FOR 3.6 MI (5.8 KM) TO THE MARK ON THE LEFT. MARK IS A MSHD BV1963'REFERENCE MARK DISK SET IN A DRILL HOLE ON THE TOP CENTER OF A 24 BV1963'INCH ROUND CONCRETE PIPE CULVERT, 96 FT (29.3 M) SOUTHWEST OF THE BV1963'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49, 29 FT (8.8 M) NORTHEAST BV1963'OF THE CENTER OF SOUTH BOUND LANE AND IS ABOUT 6.5 FT (2.0 M) BELOW BV1963'THE LEVEL OF THE HIGHWAY. BV1963 BV1963 STATION RECOVERY (2004) BV1963 BV1963'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1963'RECOVERED IN GOOD CONDITION. BV1963 BV1963 STATION RECOVERY (2005) BV1963 BV1963'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1963'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1964 *********************************************************************** BV1964 DESIGNATION - 49 V 255 BV1964 PID - BV1964 BV1964 STATE/COUNTY- MS/COVINGTON BV1964 USGS QUAD - WILLIAMSBURG (1974) BV1964 BV1964 *CURRENT SURVEY CONTROL BV1964 ___________________________________________________________________ BV1964* NAD 83(1986)- 31 36 41. (N) 089 32 04. (W) SCALED BV1964* NAVD 88 - 82.284 (meters) 269.96 (feet) ADJUSTED BV1964 ___________________________________________________________________ BV1964 GEOID HEIGHT- -26.06 (meters) GEOID03 BV1964 DYNAMIC HT - 82.186 (meters) 269.64 (feet) COMP BV1964 MODELED GRAV- 979,444.8 (mgal) NAVD 88 BV1964 BV1964 VERT ORDER - SECOND CLASS II BV1964 BV1964.The horizontal coordinates were scaled from a topographic map and have BV1964.an estimated accuracy of +/- 6 seconds. BV1964 BV1964.The orthometric height was determined by differential leveling BV1964.and adjusted by the National Geodetic Survey in May 1996. BV1964 BV1964.The geoid height was determined by GEOID03. BV1964 BV1964.The dynamic height is computed by dividing the NAVD 88 BV1964.geopotential number by the normal gravity value computed on the BV1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1964.degrees latitude (g = 980.6199 gals.). BV1964 BV1964.The modeled gravity was interpolated from observed gravity values. BV1964 BV1964; North East Units Estimated Accuracy BV1964;SPC MS E - 234,270. 233,470. MT (+/- 180 meters Scaled) BV1964 BV1964 SUPERSEDED SURVEY CONTROL BV1964 BV1964.No superseded survey control is available for this station. BV1964 BV1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA595001(NAD 83) BV1964_MARKER: DD = SURVEY DISK BV1964_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV1964_SP_SET: BOX CULVERT BV1964_STAMPING: BM 49 V 255 1989 BV1964_MARK LOGO: MSHD BV1964_MAGNETIC: N = NO MAGNETIC MATERIAL BV1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1964+STABILITY: SURFACE MOTION BV1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1964+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1964 BV1964 HISTORY - Date Condition Report By BV1964 HISTORY - 1989 MONUMENTED MSHD BV1964 HISTORY - 20040220 GOOD USPSQD BV1964 HISTORY - 20050318 GOOD USPSQD BV1964 BV1964 STATION DESCRIPTION BV1964 BV1964'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1964'MARK IS LOCATED ABOUT 2.6MI SOUTHEAST OF COLLINS, IN A CULVERT UNDER BV1964'THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN SECTION 5, T 7N, R BV1964'15W. TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S. HIGHWAY 49 BV1964'AT THE WEST EDGE OF COLLINS, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR BV1964'2.65 MI (4.26 KM) TO THE MARK ON THE LEFT. MARK IS A MSHD DISK SET BV1964'IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 9 BV1964'X 6 FOOT CONCRETE BOX CULVERT, 65.5 FT (20.0 M) SOUTHEAST OF THE BV1964'CENTER OF A GAS PIPE LINE CROSSING, 30 FT (9.1 M) NORTHEAST OF THE BV1964'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 BV1964'M) BELOW THE LEVEL OF THE HIGHWAY. BV1964 BV1964 STATION RECOVERY (2004) BV1964 BV1964'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1964'RECOVERED IN GOOD CONDITION. BV1964 BV1964 STATION RECOVERY (2005) BV1964 BV1964'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1964'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1965 *********************************************************************** BV1965 DESIGNATION - 49 V 256 BV1965 PID - BV1965 BV1965 STATE/COUNTY- MS/COVINGTON BV1965 USGS QUAD - WILLIAMSBURG (1974) BV1965 BV1965 *CURRENT SURVEY CONTROL BV1965 ___________________________________________________________________ BV1965* NAD 83(1986)- 31 37 23. (N) 089 32 34. (W) SCALED BV1965* NAVD 88 - 89.824 (meters) 294.70 (feet) ADJUSTED BV1965 ___________________________________________________________________ BV1965 GEOID HEIGHT- -26.05 (meters) GEOID03 BV1965 DYNAMIC HT - 89.716 (meters) 294.34 (feet) COMP BV1965 MODELED GRAV- 979,445.6 (mgal) NAVD 88 BV1965 BV1965 VERT ORDER - SECOND CLASS II BV1965 BV1965.The horizontal coordinates were scaled from a topographic map and have BV1965.an estimated accuracy of +/- 6 seconds. BV1965 BV1965.The orthometric height was determined by differential leveling BV1965.and adjusted by the National Geodetic Survey in May 1996. BV1965 BV1965.The geoid height was determined by GEOID03. BV1965 BV1965.The dynamic height is computed by dividing the NAVD 88 BV1965.geopotential number by the normal gravity value computed on the BV1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1965.degrees latitude (g = 980.6199 gals.). BV1965 BV1965.The modeled gravity was interpolated from observed gravity values. BV1965 BV1965; North East Units Estimated Accuracy BV1965;SPC MS E - 235,570. 232,690. MT (+/- 180 meters Scaled) BV1965 BV1965 SUPERSEDED SURVEY CONTROL BV1965 BV1965.No superseded survey control is available for this station. BV1965 BV1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA588014(NAD 83) BV1965_MARKER: DD = SURVEY DISK BV1965_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV1965_SP_SET: FLAG POLE BASE BV1965_STAMPING: BM 49 V 256 1989 BV1965_MARK LOGO: MSHD BV1965_MAGNETIC: N = NO MAGNETIC MATERIAL BV1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1965+STABILITY: SURFACE MOTION BV1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1965+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1965 BV1965 HISTORY - Date Condition Report By BV1965 HISTORY - 1989 MONUMENTED MSHD BV1965 HISTORY - 20040220 GOOD USPSQD BV1965 HISTORY - 20050318 GOOD USPSQD BV1965 BV1965 STATION DESCRIPTION BV1965 BV1965'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1965'MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHEAST OF COLLINS IN BETWEEN BV1965'U.S. HIGHWAY 49 AND THE OLD HIGHWAY, IN THE BASE OF A FLAG POLE, BV1965'OPPOSITE THE WELCOME TO COLLINS SIGN, ACROSS THE OLD HIGHWAY FROM THE BV1965'PLANTATION PIPE LINE COMPANY OFFICE AND IS IN SECTION 30, T 8N, R BV1965'15W. TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S. HIGHWAY 49 BV1965'AT THE WEST EDGE OF COLLINS, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 1.7 BV1965'MI (2.7 KM) TO THE MARK ON THE LEFT JUST BEFORE REACHING THE JUNCTION BV1965'OF THE OLD HIGHWAY. MARK IS A MSHD DISK SET IN A DRILL HOLE NEAR THE BV1965'SOUTH CORNER OF THE CONCRETE BASE FOR A FLAG POLE, ABOUT 0.5 FT (0.2 BV1965'M) BELOW THE LEVEL OF THE NORTH BOUND LANE OF HIGHWAY 49, 1 INCH BV1965'BELOW THE GROUND, 78.5FT NORTHEAST OF THE CENTER OF THE NORTH BOUND BV1965'LANE OF U.S. HIGHWAY 49, 58 FT (17.7 M) WEST SOUTHWEST OF THE CENTER BV1965'OF THE OLD HIGHWAY, 5.2 FT (1.6 M) NORTHEAST OF THE EAST CORNER OF BV1965'THE WELCOME TO COLLINS SIGN AND IS 1 FT (0.3 M) NORTH OF THE SOUTH BV1965'CORNER OF THE CONCRETE BASE. BV1965 BV1965 STATION RECOVERY (2004) BV1965 BV1965'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1965'RECOVERED IN GOOD CONDITION. BV1965 BV1965 STATION RECOVERY (2005) BV1965 BV1965'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1965'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1967 *********************************************************************** BV1967 DESIGNATION - 49 V 258 BV1967 PID - BV1967 BV1967 STATE/COUNTY- MS/COVINGTON BV1967 USGS QUAD - COLLINS (1982) BV1967 BV1967 *CURRENT SURVEY CONTROL BV1967 ___________________________________________________________________ BV1967* NAD 83(1986)- 31 38 50. (N) 089 34 08. (W) SCALED BV1967* NAVD 88 - 90.253 (meters) 296.11 (feet) ADJUSTED BV1967 ___________________________________________________________________ BV1967 GEOID HEIGHT- -26.02 (meters) GEOID03 BV1967 DYNAMIC HT - 90.145 (meters) 295.75 (feet) COMP BV1967 MODELED GRAV- 979,447.7 (mgal) NAVD 88 BV1967 BV1967 VERT ORDER - SECOND CLASS II BV1967 BV1967.The horizontal coordinates were scaled from a topographic map and have BV1967.an estimated accuracy of +/- 6 seconds. BV1967 BV1967.The orthometric height was determined by differential leveling BV1967.and adjusted by the National Geodetic Survey in May 1996. BV1967 BV1967.The geoid height was determined by GEOID03. BV1967 BV1967.The dynamic height is computed by dividing the NAVD 88 BV1967.geopotential number by the normal gravity value computed on the BV1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1967.degrees latitude (g = 980.6199 gals.). BV1967 BV1967.The modeled gravity was interpolated from observed gravity values. BV1967 BV1967; North East Units Estimated Accuracy BV1967;SPC MS E - 238,270. 230,230. MT (+/- 180 meters Scaled) BV1967 BV1967 SUPERSEDED SURVEY CONTROL BV1967 BV1967.No superseded survey control is available for this station. BV1967 BV1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA563042(NAD 83) BV1967_MARKER: DD = SURVEY DISK BV1967_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE BV1967_SP_SET: PIPE CULVERT BV1967_STAMPING: BM 49 V 258 1989 BV1967_MARK LOGO: MSHD BV1967_MAGNETIC: N = NO MAGNETIC MATERIAL BV1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1967+STABILITY: SURFACE MOTION BV1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1967+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 BV1967 BV1967 HISTORY - Date Condition Report By BV1967 HISTORY - 1989 MONUMENTED MSHD BV1967 HISTORY - 20040221 GOOD USPSQD BV1967 HISTORY - 20050319 GOOD USPSQD BV1967 BV1967 STATION DESCRIPTION BV1967 BV1967'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1967'MARK IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHWEST OF COLLINS, IN A BV1967'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN BV1967'SECTION 24, T 8N, R 16W. TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE BV1967'OVER U.S. HIGHWAY 49 AT THE WEST EDGE OF COLLINS, GO NORTH ON U.S. BV1967'HIGHWAY 49 FOR 0.75 MI (1.21 KM) TO THE MARK ON THE RIGHT JUST BEFORE BV1967'REACHING THE ENTRANCE TO THE DAYS INN MOTEL. MARK IS A MSHD BV1967'REFERENCE MARK DISK SET IN A DRILL HOLE ON THE TOP CENTER OF THE BV1967'NORTHEAST HEADWALL OF A 36 INCH ROUND CONCRETE PIPE CULVERT, 164 FT BV1967'(50.0 M) SOUTHEAST OF THE CENTER OF THE ENTRANCE TO THE MOTEL, 46 FT BV1967'(14.0 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY BV1967'49 AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL OF THE HIGHWAY. BV1967 BV1967 STATION RECOVERY (2004) BV1967 BV1967'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1967'RECOVERED IN GOOD CONDITION. BV1967 BV1967 STATION RECOVERY (2005) BV1967 BV1967'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1967'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1969 *********************************************************************** BV1969 DESIGNATION - 49 V 260 BV1969 PID - BV1969 BV1969 STATE/COUNTY- MS/COVINGTON BV1969 USGS QUAD - COLLINS (1982) BV1969 BV1969 *CURRENT SURVEY CONTROL BV1969 ___________________________________________________________________ BV1969* NAD 83(1986)- 31 40 21. (N) 089 35 18. (W) SCALED BV1969* NAVD 88 - 90.992 (meters) 298.53 (feet) ADJUSTED BV1969 ___________________________________________________________________ BV1969 GEOID HEIGHT- -26.00 (meters) GEOID03 BV1969 DYNAMIC HT - 90.884 (meters) 298.18 (feet) COMP BV1969 MODELED GRAV- 979,450.5 (mgal) NAVD 88 BV1969 BV1969 VERT ORDER - SECOND CLASS II BV1969 BV1969.The horizontal coordinates were scaled from a topographic map and have BV1969.an estimated accuracy of +/- 6 seconds. BV1969 BV1969.The orthometric height was determined by differential leveling BV1969.and adjusted by the National Geodetic Survey in May 1996. BV1969 BV1969.The geoid height was determined by GEOID03. BV1969 BV1969.The dynamic height is computed by dividing the NAVD 88 BV1969.geopotential number by the normal gravity value computed on the BV1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1969.degrees latitude (g = 980.6199 gals.). BV1969 BV1969.The modeled gravity was interpolated from observed gravity values. BV1969 BV1969; North East Units Estimated Accuracy BV1969;SPC MS E - 241,080. 228,410. MT (+/- 180 meters Scaled) BV1969 BV1969 SUPERSEDED SURVEY CONTROL BV1969 BV1969.No superseded survey control is available for this station. BV1969 BV1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA546070(NAD 83) BV1969_MARKER: DD = SURVEY DISK BV1969_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV1969_SP_SET: BOX CULVERT BV1969_STAMPING: BM 49 V 260 1989 BV1969_MARK LOGO: MSHD BV1969_MAGNETIC: N = NO MAGNETIC MATERIAL BV1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1969+STABILITY: SURFACE MOTION BV1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1969+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 BV1969 BV1969 HISTORY - Date Condition Report By BV1969 HISTORY - 1989 MONUMENTED MSHD BV1969 HISTORY - 20040221 GOOD USPSQD BV1969 HISTORY - 20050319 GOOD USPSQD BV1969 BV1969 STATION DESCRIPTION BV1969 BV1969'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1969'MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTHWEST OF COLLINS, IN A BV1969'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN BV1969'SECTION 10, T 8N, R 16W. TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE BV1969'OVER U.S. HIGHWAY 49 AT THE WEST EDGE OF COLLINS, GO NORTH ON U.S. BV1969'HIGHWAY 49 FOR 2.8 MI (4.5 KM) TO THE MARK ON THE RIGHT. MASRK IS A BV1969'MSHD REFERENCE DISK SET IN A DRILL HOLE ON THE TOP CENTER OF THE BV1969'NORTHEAST HEADWALL OF A 14 X 6 FOOT CONCRETE BOX CULVERT, 36 FT (11.0 BV1969'M) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND BV1969'IS ABOUT 5 FT (1.5 M) BELOW THE LEVEL OF THE HIGHWAY. BV1969 BV1969 STATION RECOVERY (2004) BV1969 BV1969'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1969'RECOVERED IN GOOD CONDITION. BV1969 BV1969 STATION RECOVERY (2005) BV1969 BV1969'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1969'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1970 *********************************************************************** BV1970 DESIGNATION - 49 V 261 BV1970 PID - BV1970 BV1970 STATE/COUNTY- MS/COVINGTON BV1970 USGS QUAD - COLLINS (1982) BV1970 BV1970 *CURRENT SURVEY CONTROL BV1970 ___________________________________________________________________ BV1970* NAD 83(1986)- 31 41 07. (N) 089 36 02. (W) SCALED BV1970* NAVD 88 - 93.166 (meters) 305.66 (feet) ADJUSTED BV1970 ___________________________________________________________________ BV1970 GEOID HEIGHT- -25.99 (meters) GEOID03 BV1970 DYNAMIC HT - 93.056 (meters) 305.30 (feet) COMP BV1970 MODELED GRAV- 979,452.2 (mgal) NAVD 88 BV1970 BV1970 VERT ORDER - SECOND CLASS II BV1970 BV1970.The horizontal coordinates were scaled from a topographic map and have BV1970.an estimated accuracy of +/- 6 seconds. BV1970 BV1970.The orthometric height was determined by differential leveling BV1970.and adjusted by the National Geodetic Survey in May 1996. BV1970 BV1970.The geoid height was determined by GEOID03. BV1970 BV1970.The dynamic height is computed by dividing the NAVD 88 BV1970.geopotential number by the normal gravity value computed on the BV1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1970.degrees latitude (g = 980.6199 gals.). BV1970 BV1970.The modeled gravity was interpolated from observed gravity values. BV1970 BV1970; North East Units Estimated Accuracy BV1970;SPC MS E - 242,510. 227,260. MT (+/- 180 meters Scaled) BV1970 BV1970 SUPERSEDED SURVEY CONTROL BV1970 BV1970.No superseded survey control is available for this station. BV1970 BV1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA534084(NAD 83) BV1970_MARKER: DD = SURVEY DISK BV1970_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE BV1970_SP_SET: BRIDGE ABUTMENT BV1970_STAMPING: BM 49 V 261 1989 BV1970_MARK LOGO: MSHD BV1970_MAGNETIC: N = NO MAGNETIC MATERIAL BV1970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BV1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1970+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 BV1970 BV1970 HISTORY - Date Condition Report By BV1970 HISTORY - 1989 MONUMENTED MSHD BV1970 HISTORY - 20040221 GOOD USPSQD BV1970 HISTORY - 20050319 GOOD USPSQD BV1970 BV1970 STATION DESCRIPTION BV1970 BV1970'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1970'MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTHWEST OF COLLINS, IN THE BV1970'NORTH BOUND U.S. HIGHWAY 49 BRIDGE OVER BURTONS CREEK AND IS IN BV1970'SECTION 3, T 8N, R 16W. TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE BV1970'OVER U.S. HIGHWAY 49 AT THE WEST EDGE OF COLLINS, GO NORTH ON U.S. BV1970'HIGHWAY 49 FOR 3.9 MI (6.3 KM) TO THE MARK ON THE RIGHT. MARK IS A BV1970'MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTHEAST END OF BV1970'THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE, 20 FT (6.1 M) NORTHEAST BV1970'OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT BV1970'LEVEL WITH THE HIGHWAY. BV1970 BV1970 STATION RECOVERY (2004) BV1970 BV1970'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1970'RECOVERED IN GOOD CONDITION. BV1970 BV1970 STATION RECOVERY (2005) BV1970 BV1970'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1970'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1971 *********************************************************************** BV1971 DESIGNATION - 49 V 262 BV1971 PID - BV1971 BV1971 STATE/COUNTY- MS/COVINGTON BV1971 USGS QUAD - COLLINS (1982) BV1971 BV1971 *CURRENT SURVEY CONTROL BV1971 ___________________________________________________________________ BV1971* NAD 83(1986)- 31 41 43. (N) 089 36 42. (W) SCALED BV1971* NAVD 88 - 94.804 (meters) 311.04 (feet) ADJUSTED BV1971 ___________________________________________________________________ BV1971 GEOID HEIGHT- -25.98 (meters) GEOID03 BV1971 DYNAMIC HT - 94.692 (meters) 310.67 (feet) COMP BV1971 MODELED GRAV- 979,453.7 (mgal) NAVD 88 BV1971 BV1971 VERT ORDER - SECOND CLASS II BV1971 BV1971.The horizontal coordinates were scaled from a topographic map and have BV1971.an estimated accuracy of +/- 6 seconds. BV1971 BV1971.The orthometric height was determined by differential leveling BV1971.and adjusted by the National Geodetic Survey in May 1996. BV1971 BV1971.The geoid height was determined by GEOID03. BV1971 BV1971.The dynamic height is computed by dividing the NAVD 88 BV1971.geopotential number by the normal gravity value computed on the BV1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1971.degrees latitude (g = 980.6199 gals.). BV1971 BV1971.The modeled gravity was interpolated from observed gravity values. BV1971 BV1971; North East Units Estimated Accuracy BV1971;SPC MS E - 243,630. 226,210. MT (+/- 180 meters Scaled) BV1971 BV1971 SUPERSEDED SURVEY CONTROL BV1971 BV1971.No superseded survey control is available for this station. BV1971 BV1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA524096(NAD 83) BV1971_MARKER: DD = SURVEY DISK BV1971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE BV1971_SP_SET: PIPE CULVERT BV1971_STAMPING: BM 49 V 262 1989 BV1971_MARK LOGO: MSHD BV1971_MAGNETIC: N = NO MAGNETIC MATERIAL BV1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1971+STABILITY: SURFACE MOTION BV1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1971+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 BV1971 BV1971 HISTORY - Date Condition Report By BV1971 HISTORY - 1989 MONUMENTED MSHD BV1971 HISTORY - 20040221 GOOD USPSQD BV1971 HISTORY - 20050319 GOOD USPSQD BV1971 BV1971 STATION DESCRIPTION BV1971 BV1971'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1971'MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHWEST OF COLLINS, IN A BV1971'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5 MI (8.0 KM) BV1971'SOUTHEAST OF MOUNT OLIVE AND IS IN SECTION 4, T 8N, R 16W. TO REACH BV1971'FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S. HIGHWAY 49 AT THE WEST BV1971'EDGE OF COLLINS, GO NORTH ON U.S. HIGHWAY 49 FOR 4.8 MI (7.7 KM) TO BV1971'THE MARK ON THE RIGHT. THE MARK ALSO CAN BE REACHED FROM THE BV1971'INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE WEST BV1971'EDGE OF MOUNT OLIVE, BY GOING SOUTHEAST ON U.S. HIGHWAY 49 FOR 4.5 BV1971'MI (7.2 KM) TO THE MARK ON THE LEFT. MARK IS A MSHD REFERENCE MARK BV1971'DISK SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST BV1971'HEADWALL OF A 42 INCH ROUND CONCRETE PIPE CULVERT, 47 FT (14.3 M) BV1971'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS BV1971'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY. BV1971 BV1971 STATION RECOVERY (2004) BV1971 BV1971'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1971'RECOVERED IN GOOD CONDITION. BV1971 BV1971 STATION RECOVERY (2005) BV1971 BV1971'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1971'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1972 *********************************************************************** BV1972 DESIGNATION - 49 V 263 BV1972 PID - BV1972 BV1972 STATE/COUNTY- MS/COVINGTON BV1972 USGS QUAD - COLLINS (1982) BV1972 BV1972 *CURRENT SURVEY CONTROL BV1972 ___________________________________________________________________ BV1972* NAD 83(1986)- 31 42 25. (N) 089 37 17. (W) SCALED BV1972* NAVD 88 - 97.086 (meters) 318.52 (feet) ADJUSTED BV1972 ___________________________________________________________________ BV1972 GEOID HEIGHT- -25.97 (meters) GEOID03 BV1972 DYNAMIC HT - 96.971 (meters) 318.15 (feet) COMP BV1972 MODELED GRAV- 979,455.4 (mgal) NAVD 88 BV1972 BV1972 VERT ORDER - SECOND CLASS II BV1972 BV1972.The horizontal coordinates were scaled from a topographic map and have BV1972.an estimated accuracy of +/- 6 seconds. BV1972 BV1972.The orthometric height was determined by differential leveling BV1972.and adjusted by the National Geodetic Survey in May 1996. BV1972 BV1972.The geoid height was determined by GEOID03. BV1972 BV1972.The dynamic height is computed by dividing the NAVD 88 BV1972.geopotential number by the normal gravity value computed on the BV1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1972.degrees latitude (g = 980.6199 gals.). BV1972 BV1972.The modeled gravity was interpolated from observed gravity values. BV1972 BV1972; North East Units Estimated Accuracy BV1972;SPC MS E - 244,930. 225,300. MT (+/- 180 meters Scaled) BV1972 BV1972 SUPERSEDED SURVEY CONTROL BV1972 BV1972.No superseded survey control is available for this station. BV1972 BV1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA515109(NAD 83) BV1972_MARKER: DD = SURVEY DISK BV1972_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV1972_SP_SET: BOX CULVERT BV1972_STAMPING: BM 49 V 263 1989 BV1972_MARK LOGO: MSHD BV1972_MAGNETIC: N = NO MAGNETIC MATERIAL BV1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1972+STABILITY: SURFACE MOTION BV1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1972+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 BV1972 BV1972 HISTORY - Date Condition Report By BV1972 HISTORY - 1989 MONUMENTED MSHD BV1972 HISTORY - 20040221 GOOD USPSQD BV1972 HISTORY - 20050319 GOOD USPSQD BV1972 BV1972 STATION DESCRIPTION BV1972 BV1972'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1972'MARK IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHEAST OF MOUNT OLIVE, IN A BV1972'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 5.8 MI (9.3 BV1972'KM) NORTHWEST OF COLLINS AND IS IN SECTION 32, T 9N, R 16W. TO REACH BV1972'FROM THE INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE BV1972'WEST EDGE OF MOUNT OLIVE, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 3.5 MI BV1972'(5.6 KM) TO THE MARK ON THE LEFT. MARK IS A MSHD REFERENCE MARK DISK BV1972'SET IN A DRILL HOLE IN THE NORTHWEST END OF THE NORTHEAST HESDWALL OF BV1972'A 10 X 4 FOOT CONCRETE BOX CULVERT, 35.5 FT (10.8 M) NOTHEAST OF THE BV1972'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 6.5 FT (2.0 BV1972'M) BELOW THE LEVEL OF THE HIGHWAY. BV1972 BV1972 STATION RECOVERY (2004) BV1972 BV1972'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1972'RECOVERED IN GOOD CONDITION. BV1972 BV1972 STATION RECOVERY (2005) BV1972 BV1972'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1972'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1973 *********************************************************************** BV1973 DESIGNATION - 49 V 264 BV1973 PID - BV1973 BV1973 STATE/COUNTY- MS/COVINGTON BV1973 USGS QUAD - LONE STAR (1982) BV1973 BV1973 *CURRENT SURVEY CONTROL BV1973 ___________________________________________________________________ BV1973* NAD 83(1986)- 31 43 15. (N) 089 37 49. (W) SCALED BV1973* NAVD 88 - 96.572 (meters) 316.84 (feet) ADJUSTED BV1973 ___________________________________________________________________ BV1973 GEOID HEIGHT- -25.97 (meters) GEOID03 BV1973 DYNAMIC HT - 96.458 (meters) 316.46 (feet) COMP BV1973 MODELED GRAV- 979,455.3 (mgal) NAVD 88 BV1973 BV1973 VERT ORDER - SECOND CLASS II BV1973 BV1973.The horizontal coordinates were scaled from a topographic map and have BV1973.an estimated accuracy of +/- 6 seconds. BV1973 BV1973.The orthometric height was determined by differential leveling BV1973.and adjusted by the National Geodetic Survey in May 1996. BV1973 BV1973.The geoid height was determined by GEOID03. BV1973 BV1973.The dynamic height is computed by dividing the NAVD 88 BV1973.geopotential number by the normal gravity value computed on the BV1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1973.degrees latitude (g = 980.6199 gals.). BV1973 BV1973.The modeled gravity was interpolated from observed gravity values. BV1973 BV1973; North East Units Estimated Accuracy BV1973;SPC MS E - 246,470. 224,470. MT (+/- 180 meters Scaled) BV1973 BV1973 SUPERSEDED SURVEY CONTROL BV1973 BV1973.No superseded survey control is available for this station. BV1973 BV1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA507125(NAD 83) BV1973_MARKER: DD = SURVEY DISK BV1973_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV1973_SP_SET: BOX CULVERT BV1973_STAMPING: BM 49 V 264 1989 BV1973_MARK LOGO: MSHD BV1973_MAGNETIC: N = NO MAGNETIC MATERIAL BV1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1973+STABILITY: SURFACE MOTION BV1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1973+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 BV1973 BV1973 HISTORY - Date Condition Report By BV1973 HISTORY - 1989 MONUMENTED MSHD BV1973 HISTORY - 20040221 GOOD USPSQD BV1973 HISTORY - 20050319 GOOD USPSQD BV1973 BV1973 STATION DESCRIPTION BV1973 BV1973'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1973'MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF MOUNT OLIVE, IN A BV1973'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 6.8 MI (10.9 BV1973'KM) NORTHWEST OF COLLINS AND IS IN SECTION 29, T 9N, R 16W. TO REACH BV1973'FROM THE INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE BV1973'WEST EDGE OF MOUNT OLIVE, GO SOUTHEAST ON U.S. HIGHWAY 49 FOR 2.4 MI BV1973'(3.9 KM) TO THE MARK ON THE LEFT. MARK IS A MSHD REFERENCE MARK DISK BV1973'SET IN A DRILL HOLE ON THE TOP CENTER OF THE NORTHEAST HEADWALL OF A BV1973'4 X 6 FOOT CONCRETE BOX CULVERT, 42 FT (12.8 M) NORTHEAST OF THE BV1973'CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 13 FT (4.0 BV1973'M) BELOW THE LEVEL OF THE HIGHWAY. BV1973 BV1973 STATION RECOVERY (2004) BV1973 BV1973'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1973'RECOVERED IN GOOD CONDITION. BV1973 BV1973 STATION RECOVERY (2005) BV1973 BV1973'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1973'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1974 *********************************************************************** BV1974 DESIGNATION - 49 V 265 BV1974 PID - BV1974 BV1974 STATE/COUNTY- MS/COVINGTON BV1974 USGS QUAD - LONE STAR (1982) BV1974 BV1974 *CURRENT SURVEY CONTROL BV1974 ___________________________________________________________________ BV1974* NAD 83(1986)- 31 43 44. (N) 089 38 09. (W) SCALED BV1974* NAVD 88 - 99.676 (meters) 327.02 (feet) ADJUSTED BV1974 ___________________________________________________________________ BV1974 GEOID HEIGHT- -25.97 (meters) GEOID03 BV1974 DYNAMIC HT - 99.558 (meters) 326.63 (feet) COMP BV1974 MODELED GRAV- 979,454.2 (mgal) NAVD 88 BV1974 BV1974 VERT ORDER - SECOND CLASS II BV1974 BV1974.The horizontal coordinates were scaled from a topographic map and have BV1974.an estimated accuracy of +/- 6 seconds. BV1974 BV1974.The orthometric height was determined by differential leveling BV1974.and adjusted by the National Geodetic Survey in May 1996. BV1974 BV1974.The geoid height was determined by GEOID03. BV1974 BV1974.The dynamic height is computed by dividing the NAVD 88 BV1974.geopotential number by the normal gravity value computed on the BV1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1974.degrees latitude (g = 980.6199 gals.). BV1974 BV1974.The modeled gravity was interpolated from observed gravity values. BV1974 BV1974; North East Units Estimated Accuracy BV1974;SPC MS E - 247,370. 223,950. MT (+/- 180 meters Scaled) BV1974 BV1974 SUPERSEDED SURVEY CONTROL BV1974 BV1974.No superseded survey control is available for this station. BV1974 BV1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA502134(NAD 83) BV1974_MARKER: DD = SURVEY DISK BV1974_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE BV1974_SP_SET: PIPE CULVERT BV1974_STAMPING: BM 49 V 265 1989 BV1974_MARK LOGO: MSHD BV1974_MAGNETIC: N = NO MAGNETIC MATERIAL BV1974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BV1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1974+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 BV1974 BV1974 HISTORY - Date Condition Report By BV1974 HISTORY - 1989 MONUMENTED MSHD BV1974 HISTORY - 20040221 GOOD USPSQD BV1974 HISTORY - 20050319 GOOD USPSQD BV1974 BV1974 STATION DESCRIPTION BV1974 BV1974'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1974'MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) SOUTHEAST OF MOUNT OLIVE, IN A BV1974'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN BV1974'SECTION 20, T 9N, R 16W. TO REACH FROM THE INTERSECTION OF STATE BV1974'HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MOUNT OLIVE, GO BV1974'SOUTHEAST ON U.S. HIGHWAY 49 FOR 1.8 MI (2.9 KM) TO THE MARK ON THE BV1974'LEFT. MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE ON THE BV1974'TOP CENTER OF THE NORTHEAST HEADWALL OF A 40 INCH CONCRETE PIPE BV1974'CULVERT, 44.5 FT (13.6 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND BV1974'LANE OF HIGHWAY 49 AND IS ABOUT 10 FT (3.0 M) BELOW THE LEVEL OF THE BV1974'HIGHWAY. BV1974 BV1974 STATION RECOVERY (2004) BV1974 BV1974'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1974'RECOVERED IN GOOD CONDITION. BV1974 BV1974 STATION RECOVERY (2005) BV1974 BV1974'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1974'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1975 *********************************************************************** BV1975 DESIGNATION - 49 V 266 BV1975 PID - BV1975 BV1975 STATE/COUNTY- MS/COVINGTON BV1975 USGS QUAD - LONE STAR (1982) BV1975 BV1975 *CURRENT SURVEY CONTROL BV1975 ___________________________________________________________________ BV1975* NAD 83(1986)- 31 44 30. (N) 089 38 34. (W) SCALED BV1975* NAVD 88 - 99.163 (meters) 325.34 (feet) ADJUSTED BV1975 ___________________________________________________________________ BV1975 GEOID HEIGHT- -25.96 (meters) GEOID03 BV1975 DYNAMIC HT - 99.045 (meters) 324.95 (feet) COMP BV1975 MODELED GRAV- 979,452.6 (mgal) NAVD 88 BV1975 BV1975 VERT ORDER - SECOND CLASS II BV1975 BV1975.The horizontal coordinates were scaled from a topographic map and have BV1975.an estimated accuracy of +/- 6 seconds. BV1975 BV1975.The orthometric height was determined by differential leveling BV1975.and adjusted by the National Geodetic Survey in May 1996. BV1975 BV1975.The geoid height was determined by GEOID03. BV1975 BV1975.The dynamic height is computed by dividing the NAVD 88 BV1975.geopotential number by the normal gravity value computed on the BV1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1975.degrees latitude (g = 980.6199 gals.). BV1975 BV1975.The modeled gravity was interpolated from observed gravity values. BV1975 BV1975; North East Units Estimated Accuracy BV1975;SPC MS E - 248,790. 223,300. MT (+/- 180 meters Scaled) BV1975 BV1975 SUPERSEDED SURVEY CONTROL BV1975 BV1975.No superseded survey control is available for this station. BV1975 BV1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA496148(NAD 83) BV1975_MARKER: DD = SURVEY DISK BV1975_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV1975_SP_SET: BOX CULVERT BV1975_STAMPING: BM 49 V 266 1989 BV1975_MARK LOGO: MSHD BV1975_MAGNETIC: N = NO MAGNETIC MATERIAL BV1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1975+STABILITY: SURFACE MOTION BV1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1975+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 BV1975 BV1975 HISTORY - Date Condition Report By BV1975 HISTORY - 1989 MONUMENTED MSHD BV1975 HISTORY - 20040221 GOOD USPSQD BV1975 HISTORY - 20050319 GOOD USPSQD BV1975 BV1975 STATION DESCRIPTION BV1975 BV1975'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1975'MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTHEAST OF MOUNT OLIVE, IN A BV1975'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49 AND IS IN BV1975'SECTION 18, T 9N, R 16W. TO REACH FROM THE INTERSECTION OF STATE BV1975'HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MOUNT OLIVE, GO BV1975'SOUTHEAST ON U.S. HIGHWAY 49 FOR 0.8 MI (1.3 KM) TO THE MARK ON THE BV1975'LEFT. MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE BV1975'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 16 X 8 FOOT CONCRETE BOX BV1975'CULVERT, 33 FT (10.1 M) NORTHEAST OF THE CENTER OF THE NORTH BOUND BV1975'LANE OF U.S. HIGHWAY 49 AND IS ABOUT 6.5 FT (2.0 M) BELOW THE LEVEL BV1975'OF THE HIGHWAY. BV1975 BV1975 STATION RECOVERY (2004) BV1975 BV1975'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1975'RECOVERED IN GOOD CONDITION. BV1975 BV1975 STATION RECOVERY (2005) BV1975 BV1975'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1975'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1976 *********************************************************************** BV1976 DESIGNATION - 49 V 267 BV1976 PID - BV1976 BV1976 STATE/COUNTY- MS/COVINGTON BV1976 USGS QUAD - LONE STAR (1982) BV1976 BV1976 *CURRENT SURVEY CONTROL BV1976 ___________________________________________________________________ BV1976* NAD 83(1986)- 31 44 46. (N) 089 39 06. (W) SCALED BV1976* NAVD 88 - 104.987 (meters) 344.44 (feet) ADJUSTED BV1976 ___________________________________________________________________ BV1976 GEOID HEIGHT- -25.96 (meters) GEOID03 BV1976 DYNAMIC HT - 104.862 (meters) 344.03 (feet) COMP BV1976 MODELED GRAV- 979,451.8 (mgal) NAVD 88 BV1976 BV1976 VERT ORDER - SECOND CLASS II BV1976 BV1976.The horizontal coordinates were scaled from a topographic map and have BV1976.an estimated accuracy of +/- 6 seconds. BV1976 BV1976.The orthometric height was determined by differential leveling BV1976.and adjusted by the National Geodetic Survey in May 1996. BV1976 BV1976.The geoid height was determined by GEOID03. BV1976 BV1976.The dynamic height is computed by dividing the NAVD 88 BV1976.geopotential number by the normal gravity value computed on the BV1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1976.degrees latitude (g = 980.6199 gals.). BV1976 BV1976.The modeled gravity was interpolated from observed gravity values. BV1976 BV1976; North East Units Estimated Accuracy BV1976;SPC MS E - 249,290. 222,460. MT (+/- 180 meters Scaled) BV1976 BV1976 SUPERSEDED SURVEY CONTROL BV1976 BV1976.No superseded survey control is available for this station. BV1976 BV1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA488153(NAD 83) BV1976_MARKER: DD = SURVEY DISK BV1976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE BV1976_SP_SET: PIPE CULVERT BV1976_STAMPING: BM 49 V 267 1989 BV1976_MARK LOGO: MSHD BV1976_MAGNETIC: N = NO MAGNETIC MATERIAL BV1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1976+STABILITY: SURFACE MOTION BV1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1976+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1976 BV1976 HISTORY - Date Condition Report By BV1976 HISTORY - 1989 MONUMENTED MSHD BV1976 HISTORY - 20040222 GOOD USPSQD BV1976 HISTORY - 20050318 GOOD USPSQD BV1976 BV1976 STATION DESCRIPTION BV1976 BV1976'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1976'MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTH OF MOUNT OLIVE, IN A BV1976'CULVERT UNDER THE SOUTH BOUND LANE OF U.S. HIGHWAY 49, 0.1 MI (0.2 BV1976'KM) SOUTHEAST ALONG U.S. HIGHWAY 49 FROM THE INTERSECTION OF STATE BV1976'HIGHWAY 35 AT THE WEST EDGE OF MOUNT OLIVE AND IS IN SECTION 18, T BV1976'9N, R 16W. MARK IS A MSHD DISK SET IN A DRILL HOLE IN THE SOUTHEAST BV1976'END OF THE SOUTHWEST HEADWALL OF A 60 INCH CONCRETE PIPE CULVERT, 63 BV1976'FT (19.2 M) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF BV1976'HIGHWAY 49 AND IS ABOUT 20 FOOT BELOW THE LEVEL OF THE HIGHWAY. BV1976 BV1976 STATION RECOVERY (2004) BV1976 BV1976'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1976'RECOVERED IN GOOD CONDITION. BV1976 BV1976 STATION RECOVERY (2005) BV1976 BV1976'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1976'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1979 *********************************************************************** BV1979 DESIGNATION - 49 V 270 BV1979 PID - BV1979 BV1979 STATE/COUNTY- MS/COVINGTON BV1979 USGS QUAD - MAGEE SOUTH (1975) BV1979 BV1979 *CURRENT SURVEY CONTROL BV1979 ___________________________________________________________________ BV1979* NAD 83(1986)- 31 46 26. (N) 089 40 43. (W) SCALED BV1979* NAVD 88 - 107.942 (meters) 354.14 (feet) ADJUSTED BV1979 ___________________________________________________________________ BV1979 GEOID HEIGHT- -25.96 (meters) GEOID03 BV1979 DYNAMIC HT - 107.814 (meters) 353.72 (feet) COMP BV1979 MODELED GRAV- 979,450.3 (mgal) NAVD 88 BV1979 BV1979 VERT ORDER - SECOND CLASS II BV1979 BV1979.The horizontal coordinates were scaled from a topographic map and have BV1979.an estimated accuracy of +/- 6 seconds. BV1979 BV1979.The orthometric height was determined by differential leveling BV1979.and adjusted by the National Geodetic Survey in May 1996. BV1979 BV1979.The geoid height was determined by GEOID03. BV1979 BV1979.The dynamic height is computed by dividing the NAVD 88 BV1979.geopotential number by the normal gravity value computed on the BV1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV1979.degrees latitude (g = 980.6199 gals.). BV1979 BV1979.The modeled gravity was interpolated from observed gravity values. BV1979 BV1979; North East Units Estimated Accuracy BV1979;SPC MS E - 252,390. 219,930. MT (+/- 180 meters Scaled) BV1979 BV1979 SUPERSEDED SURVEY CONTROL BV1979 BV1979.No superseded survey control is available for this station. BV1979 BV1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA463184(NAD 83) BV1979_MARKER: DD = SURVEY DISK BV1979_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV1979_SP_SET: BOX CULVERT BV1979_STAMPING: BM 49 V 270 1989 BV1979_MARK LOGO: MSHD BV1979_MAGNETIC: N = NO MAGNETIC MATERIAL BV1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1979+STABILITY: SURFACE MOTION BV1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1979+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV1979 BV1979 HISTORY - Date Condition Report By BV1979 HISTORY - 1989 MONUMENTED MSHD BV1979 HISTORY - 20040221 GOOD USPSQD BV1979 HISTORY - 20050318 GOOD USPSQD BV1979 BV1979 STATION DESCRIPTION BV1979 BV1979'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV1979'MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHWEST OF MOUNT OLIVE, IN A BV1979'CULVERT UNDER THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 0.35 MI (0.56 BV1979'KM) SOUTH OF THE JUNCTION OF THE OLD HIGHWAY AND THE COUNTY LINE AND BV1979'IS IN SECTION 2, T 9N, R 17W. TO REACH FROM THE INTERSECTION OF BV1979'STATE HIGHWAY 35 AND U.S. HIGHWAY 49 AT THE WEST EDGE OF MOUNT BV1979'OLIVE, GO NORTHWEST ON U.S. HIGHWAY 49 FOR 2.5 MI (4.0 KM) TO THE BV1979'MARK ON THE RIGHT. MARK IS A MSHD REFERENCE MARK DISK SET IN A DRILL BV1979'HOLE IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 16 X 9 FOOT BV1979'CONCRETE BOX CULVERT, 26 FT (7.9 M) NORTHEAST OF THE CENTER OF THE BV1979'NORTH BOUND LANE OF HIGHWAY 49 AND IS ABOUT 3 FT (0.9 M) BELOW THE BV1979'LEVEL OF THE HIGHWAY. BV1979 BV1979 STATION RECOVERY (2004) BV1979 BV1979'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1979'RECOVERED IN GOOD CONDITION. BV1979 BV1979 STATION RECOVERY (2005) BV1979 BV1979'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1979'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1723 *********************************************************************** BV1723 DESIGNATION - SEMINARY S CENTRAL BELL MW KLG BV1723 PID - BV1723 BV1723 STATE/COUNTY- MS/COVINGTON BV1723 USGS QUAD - WILLIAMSBURG (1974) BV1723 BV1723 *CURRENT SURVEY CONTROL BV1723 ___________________________________________________________________ BV1723* NAD 83(1993)- 31 32 46.39110(N) 089 33 02.69312(W) ADJUSTED BV1723* NAVD 88 - BV1723 ___________________________________________________________________ BV1723 LAPLACE CORR- -0.25 (seconds) DEFLEC99 BV1723 GEOID HEIGHT- -26.13 (meters) GEOID03 BV1723 BV1723 HORZ ORDER - THIRD BV1723 BV1723.The horizontal coordinates were established by classical geodetic methods BV1723.and adjusted by the National Geodetic Survey in May 1994. BV1723 BV1723 BV1723.The Laplace correction was computed from DEFLEC99 derived deflections. BV1723 BV1723.The geoid height was determined by GEOID03. BV1723 BV1723; North East Units Scale Factor Converg. BV1723;SPC MS E - 227,058.501 231,880.077 MT 1.00000721 -0 22 31.3 BV1723;UTM 16 - 3,492,960.538 257,852.709 MT 1.00032325 -1 20 06.6 BV1723 BV1723 SUPERSEDED SURVEY CONTROL BV1723 BV1723 NAD 83(1986)- 31 32 46.40475(N) 089 33 02.69138(W) AD( ) 4 BV1723 NAD 27 - 31 32 45.79902(N) 089 33 02.44205(W) AD( ) 3 BV1723 BV1723.Superseded values are not recommended for survey control. BV1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1723.See file dsdata.txt to determine how the superseded data were derived. BV1723 BV1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV5785392961(NAD 83) BV1723_MARKER: 45 = MICROWAVE TOWER BV1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BV1723+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005 BV1723 BV1723 HISTORY - Date Condition Report By BV1723 HISTORY - 1970 FIRST OBSERVED NGS BV1723 HISTORY - 20040222 GOOD USPSQD BV1723 HISTORY - 20050320 GOOD USPSQD BV1723 BV1723 STATION DESCRIPTION BV1723 BV1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ) BV1723'THE STATION IS THE RED LIGHT ATOP THE SEMINARY, SOUTH CENTRAL BV1723'BELL TELEPHONE COMPANY MICROWAVE TOWER THAT IS LOCATED ABOUT BV1723'6 MILES SOUTH OF COLLINS AND 4-1/2 MILES WEST OF SEMINARY. THE BV1723'TOWER IS A FOUR LEGGED STRUCTURE PAINTED IN ALTERNATE BANDS OF BV1723'RED AND WHITE WITH A FAN SHAPED ANTENNA LOCATED ON EACH OF THE BV1723'FOUR CORNERS. IT IS 300 FEET IN HEIGHT. BV1723 BV1723 STATION RECOVERY (2004) BV1723 BV1723'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV1723'AFTER 4-1/2 MILES WEST OF SEMINARY, ADD GO 0.2 MILE SW OF U.S. HIGHWAY BV1723'49, TURN RIGHT BV1723'FOR2.3 MILES ON SEMINARY-MIKE CONNER RD., THEN TURN LEFT ON SMYRNA RD. BV1723'FOR 0.3 MILE TO BV1723'TOWER RD. TURN LEFT 0.15 MILE TO TOWER ON THE RIGHT. BV1723 BV1723 STATION RECOVERY (2005) BV1723 BV1723'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV1723'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV0527 *********************************************************************** BV0527 DESIGNATION - U 22 BV0527 PID - BV0527 BV0527 STATE/COUNTY- MS/COVINGTON BV0527 USGS QUAD - SEMINARY (1982) BV0527 BV0527 *CURRENT SURVEY CONTROL BV0527 ___________________________________________________________________ BV0527* NAD 83(1986)- 31 33 41. (N) 089 29 59. (W) SCALED BV0527* NAVD 88 - 81.578 (meters) 267.64 (feet) ADJUSTED BV0527 ___________________________________________________________________ BV0527 GEOID HEIGHT- -26.12 (meters) GEOID03 BV0527 DYNAMIC HT - 81.480 (meters) 267.32 (feet) COMP BV0527 MODELED GRAV- 979,445.4 (mgal) NAVD 88 BV0527 BV0527 VERT ORDER - SECOND CLASS 0 BV0527 BV0527.The horizontal coordinates were scaled from a topographic map and have BV0527.an estimated accuracy of +/- 6 seconds. BV0527 BV0527.The orthometric height was determined by differential leveling BV0527.and adjusted by the National Geodetic Survey in May 1996. BV0527 BV0527.The geoid height was determined by GEOID03. BV0527 BV0527.The dynamic height is computed by dividing the NAVD 88 BV0527.geopotential number by the normal gravity value computed on the BV0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV0527.degrees latitude (g = 980.6199 gals.). BV0527 BV0527.The modeled gravity was interpolated from observed gravity values. BV0527 BV0527; North East Units Estimated Accuracy BV0527;SPC MS E - 228,710. 236,740. MT (+/- 180 meters Scaled) BV0527 BV0527 SUPERSEDED SURVEY CONTROL BV0527 BV0527 NGVD 29 (??/??/92) 81.615 (m) 267.77 (f) ADJ UNCH 2 0 BV0527 BV0527.Superseded values are not recommended for survey control. BV0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0527.See file dsdata.txt to determine how the superseded data were derived. BV0527 BV0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV627945(NAD 83) BV0527_MARKER: DB = BENCH MARK DISK BV0527_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV0527_SP_SET: WALL OF SCHOOL BV0527_STAMPING: U 22 1934 267.765 BV0527_MARK LOGO: CGS BV0527_MAGNETIC: N = NO MAGNETIC MATERIAL BV0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0527+STABILITY: SURFACE MOTION BV0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV0527+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 BV0527 BV0527 HISTORY - Date Condition Report By BV0527 HISTORY - 1934 MONUMENTED CGS BV0527 HISTORY - 1966 GOOD MSHD BV0527 HISTORY - 19890525 SEE DESCRIPTION MSHD BV0527 HISTORY - 20031126 GOOD INDIV BV0527 HISTORY - 20050318 GOOD USPSQD BV0527 BV0527 STATION DESCRIPTION BV0527 BV0527'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 BV0527'IN SEMINARY. BV0527'TO REACH FROM THE U.S. POST OFFICE ON HIGHWAY 590 IN SEMINARY GO WEST BV0527'FOR 0.05 TO THE SCHOOL ON THE LEFT AND THE MARK AS DESCRIBED. IT IS BV0527'1.5 FEET EAST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING SET BV0527'VERTICALLY AND APPROXIMATELY 5 FEET ABOVE THE GROUND. BV0527 BV0527 STATION RECOVERY (1989) BV0527 BV0527'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV0527'MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) EAST ALONG STATE HIGHWAY 590 BV0527'FROM THE JUNCTION OF U.S. HIGHWAY 49 TO THE MARK ON THE RIGHT IN THE BV0527'NORTH WALL OF THE SEMINARY SCHOOL 0.15 MI (0.24 KM) WEST OF THE BV0527'RAILROAD CROSSING IN SEMINARY IS IN SECTION 22, T 7N, R 15W. MARK IS BV0527'A STANDARD DISK SET VERTICALLY IN A DRILL HOLE IN THE FACE OF THE BV0527'NORTH WALL OF THE OLDEST OF TWO SCHOOL BUILDINGS, 152 FT (46.3 M) BV0527'SOUTH OF THE CENTER OF HIGHWAY 590, 95 FT (29.0 M) SOUTHEAST OF A BV0527'FLAG POLE, 1 FT (0.3 M) EAST OF THE NORTHWEST OF THE CORNER OF THE BV0527'SCHOOL AND IS ABOUT 5 FT (1.5 M) ABOVE THE GROUND. BV0527 BV0527 STATION RECOVERY (2003) BV0527 BV0527'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WC) BV0527'RECOVERED IN GOOD CONDITION. BV0527 BV0527 STATION RECOVERY (2005) BV0527 BV0527'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV0527'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV0966 *********************************************************************** BV0966 DESIGNATION - Y 22 BV0966 PID - BV0966 BV0966 STATE/COUNTY- MS/COVINGTON BV0966 USGS QUAD - COLLINS (1982) BV0966 BV0966 *CURRENT SURVEY CONTROL BV0966 ___________________________________________________________________ BV0966* NAD 83(1986)- 31 39 28. (N) 089 34 14. (W) SCALED BV0966* NAVD 88 - 84.692 (meters) 277.86 (feet) ADJUSTED BV0966 ___________________________________________________________________ BV0966 GEOID HEIGHT- -26.02 (meters) GEOID03 BV0966 DYNAMIC HT - 84.591 (meters) 277.53 (feet) COMP BV0966 MODELED GRAV- 979,448.7 (mgal) NAVD 88 BV0966 BV0966 VERT ORDER - SECOND CLASS 0 BV0966 BV0966.The horizontal coordinates were scaled from a topographic map and have BV0966.an estimated accuracy of +/- 6 seconds. BV0966 BV0966.The orthometric height was determined by differential leveling BV0966.and adjusted by the National Geodetic Survey in May 1996. BV0966 BV0966.The geoid height was determined by GEOID03. BV0966 BV0966.The dynamic height is computed by dividing the NAVD 88 BV0966.geopotential number by the normal gravity value computed on the BV0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV0966.degrees latitude (g = 980.6199 gals.). BV0966 BV0966.The modeled gravity was interpolated from observed gravity values. BV0966 BV0966; North East Units Estimated Accuracy BV0966;SPC MS E - 239,440. 230,080. MT (+/- 180 meters Scaled) BV0966 BV0966 SUPERSEDED SURVEY CONTROL BV0966 BV0966 NGVD 29 (??/??/92) 84.708 (m) 277.91 (f) ADJ UNCH 2 0 BV0966 BV0966.Superseded values are not recommended for survey control. BV0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0966.See file dsdata.txt to determine how the superseded data were derived. BV0966 BV0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBA562053(NAD 83) BV0966_MARKER: DB = BENCH MARK DISK BV0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV0966_SP_SET: CONCRETE POST BV0966_STAMPING: Y 22 1934 277.913 BV0966_MARK LOGO: CGS BV0966_MAGNETIC: N = NO MAGNETIC MATERIAL BV0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0966+STABILITY: SURFACE MOTION BV0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV0966+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 BV0966 BV0966 HISTORY - Date Condition Report By BV0966 HISTORY - 1934 MONUMENTED CGS BV0966 HISTORY - 1966 GOOD MSHD BV0966 HISTORY - 19890619 GOOD MSHD BV0966 HISTORY - 20040221 GOOD USPSQD BV0966 HISTORY - 20050319 GOOD USPSQD BV0966 BV0966 STATION DESCRIPTION BV0966 BV0966'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 BV0966'1.5 MI NW FROM COLLINS. BV0966'TO REACH FROM THE U.S. POST OFFICE IN COLLINS GO WEST ON HIGHWAY 84 BV0966'FOR 0.3 MILES TO HIGHWAY 49, TURN RIGHT AND GO 1.5 MILES TO A BV0966'CROSSROADS, TURN RIGHT AND GO 0.25 MILES TO THE RAILROAD TRACK AND THE BV0966'MARK AS DESCRIBED. IT IS 37 FEET SOUTH OF THE CENTER OF A ROAD BV0966'CROSSING, 32 FEET NORTHWEST OF THE FIRST POLE SOUTHEAST OF THE BV0966'CROSSING ON THE SOUTHEAST SIDE OF THE TRACK, 27 FEET EAST OF A BV0966'RAILROAD STOP SIGN, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26 FEET BV0966'SOUTHEAST OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH OF A METAL BV0966'WITNESS POST. BV0966 BV0966 STATION RECOVERY (1989) BV0966 BV0966'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 BV0966'MARK IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTHWEST OF COLLINS, IN THE BV0966'SOUTH ANGLE OF A RAILROAD CROSSING AND IS IN SECTION 14, T 8N, R 16W. BV0966'TO REACH FROM THE U.S. HIGHWAY 84 BRIDGE OVER U.S. HIGHWAY 49 AT BV0966'THE WEST EDGE OF COLLINS, GO NORTH ON U.S. HIGHWAY 49 FOR 1.55 MI BV0966'(2.49 KM) TO A CROSSROAD, TURN RIGHT AND GO EAST ON A PAVED ROAD FOR BV0966'0.25 MI (0.40 KM) TO THE RAILROAD CROSSING AND THE MARK ON THE RIGHT. BV0966'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST ABOUT BV0966'1 FT (0.3 M) BELOW THE LEVEL OF THE TRACK, PROJECTING 6 INCHES. IT BV0966'IS 37 FT (11.3 M) SOUTH OF THE CENTER OF THE RAILROAD CROSSING, 32 FT BV0966'(9.8 M) NORTHWEST OF A POWER POLE, 27 FT (8.2 M) SOUTHWEST OF THE BV0966'SOUTHWEST RAIL, 26 FT (7.9 M) SOUTHEAST OF THE CENTER OF A GRAVEL BV0966'ROAD AND 1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST. BV0966 BV0966 STATION RECOVERY (2004) BV0966 BV0966'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BV0966'WITNESS POST BROKEN OFF LAYING NEAR MARK. ADD 36 FEET ESE OF A MANHOLE BV0966'COVER. BV0966 BV0966 STATION RECOVERY (2005) BV0966 BV0966'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BV0966'RECOVERED IN GOOD CONDITION.